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HomeMy WebLinkAbout30910-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31904 Date: 10/05/06 THIS CERTIFIES that the building ADDITION Location of Property: 1165 CALVES NECK RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 63 Block 7 Lot 34 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 18, 2005 pursuant to which Building Permit No. 30910-Z dated JANUARY 21, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SECOND STORY ADDIDTION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DAVID & ELIZABETH SHANKS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 120059 11/15/05 PLUMBERS CERTIFICATION DATED 08/30/06 CUTCHOGUE EAST PLUMBING A ri d S\ nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT SFS 2 ' n TOWN HALL L :;p 765-1802 j F , APPLICATION FOR CERTIFICATE OF OCCUPANC TI This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. S. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15000 Date. 6/ New Construction: // Old or Pre-existing Building: (check one) Location of Property: (o CA/p-CS X)ee House No. Street / Hamlet Owner or Owners of Property: M es- uQ _X Z Suffolk County Tax Map No 1000, Section L038'99 Block 40B,,,9 ) Lot 6 '� 41 Subdivision L96 3 Filed Map. Lot: Permit No. 30Date of Permit. 6 S Applicant: RAI Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � ✓ - � sG6 Applicant Signal e rr, � 3�aa James F. King, President ��Of svoTyo Town Hall Jill M. Doherty,Vice-President h0 53095 Route 25 P.O.Box 1179 Peggy A. Dickerson # Southold,New York 11971-0959 Dave Bergen G Q john Holzap£el__._ Telephone(631)765-1892 1 1�C0� Fax(631) 765-6641 U i Slip "/ J f L BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0159C Date September 28, 2006 THIS CERTIFIES that the second-story addition to dwelling and enclosed porch At 1165 Calves Neck Rd., Southold Suffolk County Tax Map # 63-7-34 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 11/10/04 pursuant to which Trustees Permit# 6042 Dated 12/20/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a second-story addition to dwelling and enclosed porch The certificate is issued to DAVID & ELIZABETH SHANKS owner of the aforesaid property. Authorized Signature 09/16/06 1L 60am P. 001 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 120059 ST.JAMES, NEW YORK 11780 Permit Number: 30910 (631)2653075 Block: Lot: Fax(631)265.6057 Section Owner: David Shanks Agent Devaney Electric, Inc. Address: 1165 Calves Neck Rd. Address: 20 Maple Road Municipality:Southold NY Setauket NY 11733 OwnerPhone License* 4144 devane Agent: No. ITEM SIZE No. ITEM SIZE No � 31ZE 9 §wRoluls: 0 SubFeeds: 0 PoobAbvBlo: 26 Receptacles: g Timers: 0 PoolsinGround: 6 GFCI Devices: 0 Transformers: 0 Pools Filter: 5 Dimmers: 0 ACEquipmentCentral: 0 Pools Lights: 30 MediumBaseFixtures: 0 ACEquipmentWlndow 1 CO Detectors: 0 FlurosscentFixturssl 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RargeOvenCookTop: 0 WhlnpoolHotTub: 0 RefrlgUMts: 0 DryerElectdc: 0 Microwave; 0 WalklnBox: 1 ExhaustFans: 0 WatarHester£lectrlc: 0 ExhsustUnit 0 CailingFans: 5 SmoksDatectors: 0 SteamShower: 0 DW: 0 TractLightingStrip: 0 BreadWarmers: 1 Laundry: 0 ElectrcHest: 0 GarbageDiep: 2 HestfngEquipMotors: 0 PumpMotor. 0 CentridVac, 0 ExItSigns: 0 Disconnects: 0 Chanddierl.ft: 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: ( IBssemen 'p`FirstFloor !fj SecondFloo Outside LV Addition ❑ Survey n New Const. Comments Second Story Addition with First Floor Formation Final 11109,005 Additions Tam Ia .. OH _J UG Amp: Phase: 1 Volts: Wirer Conductcr # Meters: MemberlA.El. Electrical Certificate Cer9gcateNo. 120059 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Certificate Issued on: 11/15/2005 THIS CERTIFIES THAT O R LOCAL DISTRICT INSPECTOR CONDUCT IN TIONOFTHE Issued to David Shanks VISIBLE PORTION OF E E EC RIC L INSTALLATION DESCRSI EO E EIN D IS Address: 1165 Calves Neck Rd. COMPLIANT wrr RE UR T ONAL Southold NY ELECTRICAL E, Devaney Electric, Inc. 20 Maple Road Setauket NY 11733 ASI Certified Inspector Mice 49 ti Fax (516)765-1823 Town Hall, 53095 Main Road m Telephone(516)765-1802 p. O. Box 1179 Southold, New Yont 11971 �f�Ol 41 �a0 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No.''// �� Owner: SK S (please print) / 1� Plumber: J-aCzr G'sw.�l� C v�C�IvC �✓ �" rn G (please print) I certify thatthe solder used in the water supply system contains less than 2110 of it lead. 1 tubers Signature) Sworn to before me this �. day of Notary Public, County BdIMMssiat O�o Albert J.Krupski,President ��OF SO(/TyO Town Hall James King,Vice-President h4 6 63095 Route 25 Artie Foster ,14 i, P.O. Boz 1179 Ken Poliwoda T T Southold,New York 11971-0969 ANC Peggy A Dickerson G Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 16, 2005 Mr. Michael Liegey Peconic Building Solutions P.O. Box 1046 Southold, NY 11971 RE: DAVID & ELIZABETH SHANKS 1165 CALVES NECK RD., SOUTHOLD SCTM#63-7-34 Dear Mr. Liegey: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 16, 2005: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#6042 to enclose the existing porch and to amend the proposed second story addition to 1275 sq.ft., and as depicted on the plans prepared by Eileen Wingate dated September 15, 2005. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Y' Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims pf sov, f®* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATMN [ ] FRAMING / STRAPPING [,I--Fl AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , ^fit � 11 /_a _t.JS.ogzn� � w DATE 5 INSPECTOR �` o�,�pf BWITyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ( Q6- INSPECTOR ■ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ vi FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: .� t ems. DATE PS-1171P4 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRA ING / STRAPPING [ - ] FINAL [ IREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION REMARKS: Al DATES INSPECTOR---7zAr'� --16-1 �o��,oF SOUT� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND {INSULATION [ ] FRAMING / STRAPPING, [ ] FIREPLACE & CHIMNEY [ ]�F�IRE, SAFETY INSPECTION REMARKS: k s - �-I . DATE INSPECTOR SOUIyo<o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ Mt/FRAMING / STRAPPIN [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 0 INSPECTOR L C o �o�yOF SOUTy�6 i TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IS [ ] ROUGH PLBG. [ ] FO NDA D [ ] INSULATION [ RAMING RAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION r — REMARKS: ' ` e DATE INSPECTOR ho�,�oe souTyo6 307107-- �Q1 4, ok TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]ApFIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ v] kOUGH PLBG.0&l/C ) [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ; �� INSPECTOR %YZ/ �e� coy 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY ] FIRE SfAIFETY INSPECTION REMARKS: '" �J �' `� ^-A � �L Y-'040A DATE Q� INSPECTOR - l OF 80Nq TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ IF G / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR L JAMES J. DEERKOSKI,P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-7116 Re: Shanks 1165 Calves Neck Rd. Southold,NY 11971 To Whom It May Concern: After an inspection was preformed on the above property, it is deemed that the existing septic system is sufficient enough to handle the additional load that will be placed on this system,with the proposed alterations to the building. Any other questions please call. OF NEW y g�P 5 J.DEFA��9F cerely rt iu J e J. rkoski w9oF . S FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30910 Z Date JANUARY 21, 2005 Permission is hereby granted to: DAVID & ELIZABETH SHANKS 30 SURREY LA TENAFLY,NJ 07670 for SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER TRUSTEES AS APPLIED FOR at premises located at 1165 CALVES NECK RD SOUTHOLD County Tax Map No. 473889 Section 063 Block 0007 Lot No. 034 pursuant to application dated JANUARY 18 , 2005 and approved by the Building Inspector to expire on JULY 21, 2006 . Fee $ 195 . 00 ( Authorized Signature ORIGINAL Rev. 5/8/02 SUfFO(,�- Albert J. Krupski, President ��� CQ Town Hall James King,Vice-President = G'y� 53095 Route 25 Artie Foster H P.O. Box 1179 Ken Poliwoda Z Southold,New York 11971-0959 Peggy A.Dickerson 'yi�Q aQt' Telephone(631) 765-1892 l�f Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 20, 2004 Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 RE: DAVID SHANKS 1165 CALVES NECK RD., SOUTHOLD SCTM#63-7-34 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Monday, December 20, 2004 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc. on behalf of DAVID SHANKS applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 10, 2004 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 20, 2004, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, z WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of DAVID SHANKS to construct a 1,100 sq.ft. second-story addition to the existing dwelling, and as depicted on the survey prepared by Joseph A. Ingegno last dated October 28, 2004. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, ; Albert J. Krupski, Jr. President, Board of Trustees AJK/Ims IR s ti Y ppp R G A �I; Y � ��/.• ' t e r rYlw, �S I t �� I•I � l• 1 1 '��� 3' r 4100 MO " r r -r .r/ .r, r• 11 r r • �,L_.� -^-'�� . r r r rn V A � — � ♦ tis +�,, Ti f/ New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us _ Erin M.Crotty Commissioner LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT David Shanks December 17, 2004 30 Surrey Lane Tenafly, NJ 07670 Re: Application #1-4738-00371/00005 Shanks Property, 1165 Calves Neck Road, Southold, NY S.C.T.M. #1000-63-7-34 Dear Mr. Shanks: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the top of bluff, as shown on the survey prepared by Joseph A. Ingegno dated October 2, 2000 last revised October 28, 2004, is beyond Article 25 (Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such Precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Carrara t: Deputy Permit Administrator cc:wrRpy �/•, /Suffolk Environmental Consulting, Inc. MHP file (kaf) ( r r - JAMES J. DEERKOSKI, P.E. i 260 Deer Drive SEP 2 1 Mattituck,N.Y. 11952 (631) 298-7116L 7 To: Town of Southold Building Dept. Date: August 28, 2006 Re: Insulation Inspection Shanks Calves Neck Rd. Southold,NY To Whom It May Concern: The Plans on the above mentioned 3 Season Room call for R19 insulation to be installed in the floor joists, the contractor installed R17 instead, since this room is unheated there is no energy code to comply to and any insulation can be installed in these spaces. Any other questions please call. (tE NW � J• EF yo incerely W �p�0Jame J. I oski q 07 . s • s+ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) IVA- -- --- ---- FOUNDATION -FOUNDATION(2ND) ------- $r� z cad 04AVAI0 6 ROUGH FRAMING& f ,v - y PLUMBING Ute. - O LA --.... INSULATION PER N.Y. STATE ENERGY CODE Y ' 1 FINAL 7__ ... ADDITIONAL COMMENT - hil ; � - _ Z �m '• r � ;u GO � x 0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL.: 7654802 Examined /Z/ 12005 Approved �Z/ ,2005 Permit No. 307t0Z .IAN 8 ^^^� Disapproved a/c (Building Inspector) APPLICATION FOR BUILDING PERMIT Date January 13,2005 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations,or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building cod ous=regalations, admit authorized inspectors on premises and in building for n pections. 4 (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting,Inc. P.O. Boa 2003: Brideehamnton,NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder AGENT Name of owner of premises DAVID SHANKS (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 1165 Calves Neck Road Southold House Number Street Hamlet County Tax Map No. 1000 Section 063 Block 07 Lot 034 Subdivision Ethel H. Betz Filed Map No. 9229 Lot i - (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential lot w/existing single family dwelling4 ted apt nances b. Intended use and occupancy Same as above w/proposed second story addition 3.Nature of work(check which applicable): New Building Addition X Alteration a Repair Removal Demolition Other Work 4. Estimated Cost $ 100. 000 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units One(1) Number of dwelling units on each floor T If garage, number of cars Two(2) -(existing) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use N/A 7. Dimensions of existing structures, if any: Frorrt 78't(max.) Rear 65' t(max.) Depth 50' t(max.) Height <32.0' Number of Stories One(1) Dimensions of same structure with alterations or additions: Front 78't(max.) Rear 65' t(max.) Depth 50't (max.) Height <32.0' Number of Stories One-and-a-half(I %2) 8. Dimensions of entire new construction: Front 78't(max.) Rear 65' t(max.) Depth 50' t(max.) Height <32.0' Number of Stories One-and-a-half(1 YD 9. Size of lot: Front 125.47' Rear 150.0' Depth 220.01' t(max.) 0. Date of Purchase N/A Name of Former Owner N/A 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: No. 3, Will lot be re-graded No. Will excess fill be removed from premises: Yes No 4.Name of Owner of premises David Shanks Phone (201)567—0442 Name of Architect Penny Lumber Address Main Road: Greenport.NY 11944 Phone No. (631)477—0400 Name of Contractor N/A Address N/A Phone No. N/A 5. Is this property within 300 feet of a tidal wetland? 'Yes X No 'If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings,whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed,and show street names and indicate whether iterior or corner lot. Please refer to attached Plans. ;TATE OF NEW YORK, :OUNTY OF SUFFOLK S.S Bruce A. Anderson being duly sworn,deposes and says that he is the applicant above named. (Name of individual signing contract) le/she is the Agent-Suffolk Environmental Consultive, Inc. (Contractor, agent, corporate officer, etc.) ,f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of this knowledge and belief; and hat the work will be performed in the manner set forth in the application filed therewith. ;worn to before me this 13 dd off January 2005 (otary Public ' Matthew D. Nang Si tore of Applicant) Notary Public of New York ( B pP ) No. Ot IV6053859 Qualified In Suffolk County Commission Expires January 2, 200-7 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sotfware Version 3.6 Release la Data filename: Untitled.rck PROJECT TITLE: Shanks COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.11 DATE: 07/19/05 "" . DATE OF PLANS: 3/16/04 ��OF NEIy yob, PROJECT DESCRIPTION: Renovation O tu! COMPLIANCE: Passes Maximum UA= 222 Your Home UA= 180 O' 7 �. 18.9%Better Than Code(UA) 9OFE 10 Gross Glazing Area or Cavity Cont. or Door Perimetsx R--Value R-Value u:FaS34I uA Ceiling 1: Flat Ceiling or Scissor Truss 1221 30.0 0.0 43 Ceiling 2: Cathedral Ceiling(no attic) 225 30.0 0.0 8 Wall 1: Wood Frame, 16"o.c. 1416 19.0 0.0 75 Window 1: Wood Frame:Double Pane with Low-E 115 0.340 39 Window 2: Wood Frame:Double Pane with Low-E 4 0.290 1 Window 3: Wood Frame:Double Pane with Low-E 10 0.290 3 Door 1: Glass 31 0.340 11 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design ProEssional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief; and proEssional judgment, such plans or specifications are in compliance with this Code. 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POOI M-k l � � a r w 4' //��iAL.�i /�`I% 1 /_all- O Q c,1 a SOUTHOLD BUILDING DEPARTMENT CRITERIA 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL;SECTION 310 BUILDING CODE NYS USE DWELLING UNIT;SECTION 310-310.2 2 HEIGHT 1 FT.HT. FIRE AREA s SO.FT. FIRST FLOOR SO,FT. SECOND FLOOR GARAGE 3 TYPE OF CONSTRUCTION TYPE 5B;WOOD FRAME UNPROTECTED 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION WFCM 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS B DESIGN LOAD CALCULATIONS PAGE 7 WINDOW AND DOOR SCHEDULE PAGE S LOAD PATH SEE FLOOR PLANS AND SECTIONS 9 NAILING SCHEDULE PAGE 70 EGRESS SEE WINDOW SCHEDULE 71 PLUMBING RISER DIAGRAM PAGE NIA 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS 13 TRUSS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS M A + �C(Llrlt{T-1 10 PSE v�.� �[�• vstr la4 - 1 �wc GCt.r- RAQIle UNfI Ww I: I<% IMPVT hlfr�s, I:vll �I'olli><vallrl1,al oarll, I kx(lCf l �IEf=, �11,� Y�1uHob{5En,�F P I p n _Y��' ' A�URA�,aPtIsTw��N�R - �P�1�.QwB�...IG'YI-(GIF{( �� DL�C125, 1'`f 6 'a L_ J�� _ - - -- - -- s p _ - �t I�I� OF weal pEu N_ F hw I -+ 9 rl �luo4 i I e�lo4� 4 1 I k p Ll' ! IJ! _ _ —� -4a4.F�IWC,j U VWALL � e�� E J7=t _ - I -i - - -ADD I ADpITIOWAL2—a q,� HTcIAJALL I �m� An _o - 4 2� Rb°E 2h0Ra, _ . 4SD �It_v-loItIC, ' IrdbaG IIc� - II -_d- O T -� . -9N - I_I 'leI2me � s , f5E rCUAL x - — 21�� P?c. r"I1-Iq I - [5Gk m"01 . -- k vr- Ex( c# �kil I a II It u II t1 I I o _ I1 dl amour ojlt oR + �ldl ti'�Iaa17(LIEEiFi 2 2 -�, -ill- - - f - - �---- o - Fow-*1 Roams Ra UWH"p N€w C E r rs (h a P� N Fir P. 1 rD E 1 LE E N W I N GATE J/O�a 1\ DAT —_ D E 9 1 G N �� II JI D5 4 6 0 B D o T H R 0 A D S o U T u o L D , N EW Y ORX 1 1 9 7 1 T 1 T L E S C A L E T ELPPHON F. ��GN (�OGI� I�� II_ Ilvll 6 3 1 . 7 6 5 . 2 7 4 3 ------ ----- 05 ki FwTer a EG L=j J r—t- ------ pyo ter' -1 6�)I vc;�'Ac-q PC�5r w Ew Pc- Fcq uq- tL V-NEW DEEM 7 E I LE EN W INGATE j 0 B DATE D ESIGN 460 BooTH ROAD 'SHfWK-S FEC-zr-*k�- cf 114 1 o5 e; SOUTIIOLD . NEW YORK 1 1 97 1 TITLE S C A L E T 9 L P P 11 0 N E 0 6 3 1 7 6 5 2 7 4 3 R),QOi- PMI , TIOST ELLV, V Cd NAILING SCHEDULE TABLE 31,INCLUDING 13 AND 3 9 1595 BBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ma ROOF FRAMING RAFTER TO TOP PLATE TOE NAILED E'-0'WAW 3Bd PER RAFTER Hel 10'4 WALL 4-61 PER RAFTER xrww CEILING JOIST TO TOP PLATE TOE NAILED E'-R'WALL'3 Rd PER JOIST 10'-0"WALL 4-51 PERJOIST CEILING JOIST TO PARALLEL RAFTER FACENAILED SEE TABLE 37 EACH IAP CEILING JOIST ZAPS OVER PARTITIONS FACE NAILED SEE TABLE 37 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 34 PERTIE BLOCKING TO RAFTER TOE NAILED 2-Etl EACH END A RAFTER/RIGGEIRHFTERmmmcr RIM BOARD TO RAFTER ENDNAILED 2-114 EACH ENO U M w e WALL FRAMING time nw n TOP PLATE TO TOP PIATE FACE NAILED 2-IDEPER FOOT wart xwPlmr TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SIDE m Huooe STUD TOSTUD FACE NAILED 2-tEd 24"010 mrturz mreure HEADEROTTOM L FACE NAILED -Laid15 PER EDGES uerxseonrn ' uneeao wexoeonne °nrt' TOP OR BOTTOM PLATE TO STUD ENO NAILED Z-tEtl PER 2%4 STUD num xanmu momma p nwwnn 3-16d PER OR STUD nwx 410tl PER 2XESTUD BOTTOM PLATE TO FLOOR JOIST. /\ /� BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 240d '- PERFOOT Fi EIRAFTER �RAFTFJUPIATEISTUD / e \MFTERIPLATE ELICURTUD a r; 1HEADER/STUD HEADERMACK FLOORFMMING JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4.1d PER JOIST BRIDGING TO JOIST TOE NAILED 88d EACH ENO BLOCKING TO JOIST TOE NAILED 2-Rd EACH ENO BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK LFDGER STRIP TO BEAM FACE NAILED 3.16d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-Rd PER JOIST LI I BAND JOISTTO JOIST ENDNMLED 3-1Etl PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1Ed PERFOOT ort p ROOF SHEATHING STRUCTUFAL PANELS 4'PERIMETER EDGE ZONE-16"OIC-6'AT PANEL EDGER ccxs Etl AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIOR ZONE-ID"010-B"AT PANEL EDGES AND IT crmnx Ed AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD w e.mi ."AmwrumW FOR ROOFSHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-9'ON EACH SIDE OF THE ROOF PEAK,THE 4'-B' in rlmnwwmo m.nm0weuervo p PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, mei wmoox G PAST ANCHO o CEILINGSHEATHING ^nrzIT GYPSUM WALLBOARD 5tl COOLERS T"EDGE I IO"FIELD nwnn un�oerx WALLSHEATHINS rt.wmtim," di—.11i 1P10'e° DGE 4-E70NE-15"OIC-0"AT PANEL EDGES AND 12 AT WeteeLeion STRUCTURAL PANELS Bid INTERMEDIATE SUPPORTS IN THE PANEL FIELD rtewm.L. mRmxwmeruo ouxnrRxwxi vemwmoxwm INTERIOR 20NE-1E"OIC-1"AT PANEL EDGESAND IT rev Ed AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBERBOARD PANELS IIID" Bid T'EDGE 16-FIELD 25132" Btl 3"EDGE I FIELD Z li D GYPSUM WALLBOARD Ed COOLERS 7-EDGE ZONE EDGE TONE-1B"16" 0/C-E"AT PANEL EDGES AND 12"AT /� �\ /� HARDSOARO Ed INTERMEDIATE SUPPORTS IN THE PANEL FIELD / u 1FLOOR TO FLDOR / u 1FLODR TO FLOOR �BNpIPLATEIS LL I e 16TUp/PLATE PIATEI6ILL G PORT ANCHOR6rarcuo NTERIORZGNE-Ia-OIC-E"AT PANEL EDGESAND IT Ed AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD RI RUGIlIML PANELS-V OR LESS Btl 6-EDGE l IT FIELD "i NAILING REQUIREMENTS ARE MIED ONWALL SHEATHING NAILED E"OIC AT THEPAN1,LEDOE IF WALL SHEATHING IS NAILED Y 010 AT THE PANEL EpGE TOOBTAIN HIGHER BHBAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNE - WHEN.WALL BREATHING I6 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE ', �I REOUGEO il0101Ed MILPER FOOT T d' ESIGN LOAD CALCULATIONS - - WINDOW AND DOOR SCHEDULE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf EXTERIOR BALCONIES 60 DECKS 40 ATTICS WITHOUT STORAGE 30 MOOELNO. WINDOi GLASS EFFECTIVE WIND PRESSURE DESIGN ATTICS WITH STORAGE 40 CLEAR OPENING APRA AREA ZONE k�Q'bbIFSIGNFklRSSURb pBESSUkl5RAtING SHUtfth SIZEROOMS OTHER THAN SLEEPING ROOMS 40 C65CY165 CASEMsWi Cf,11111 711,' / 1 4 1 11O 310 1c 5 ID SLEEPING ROOMS 30 F rWI eMW m z 155 l -3q.-1 4 14 VII 14. 515 110 5 1 O CRITERIA FOR CALCULATION OF DEAL) LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCEDITO A.I A ARCHITECTURAL GRAPHIC STANDARDS SNOW GROUND SNOW LOAD 461bs. SEISMIC DESIGN CATEGORY S ALL WINDOWS TO BE ANDERSEN WIND WIND SPEED 120 m h CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE MUST HAVE DP UPGRADE KIT. EXPOSURE CATEGORY B COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. - CUSTOMGRILLES-SEEELEVATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 518"WOOD STRUCTURAL PANELS WEATHERING SEVERE WITH MAXIMUM OF B'-0"SPAN. FASTENERS FOR SPANS UP TO 6-1 SHALL BE 2 1/2-N 8 WOOD SCREWS AT 16"O/C,FASTENERS FROST LINE DEPTH T-0" FOR SPANS UP TO F-0"SHALL BE 2112"-NS AT 12"O/C. TABLE 3012.12 TERMITE MODERATE TO HEAVY _ ALL NARROUNE WINDOWS MUST USE. DECAY SLIGHT TO MODERATE OF NEW y 112"HEIGHT SILL STOP(OR STOOL)AND THE ADDITION OF A 112"X3/P'DP UPGRADE SILL STOP. (SILL STOPS TOTAL A I-1/4" WINTER DESIGN TEMP. II �P� . Efq HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT) ICE SHIELD UNDER- AS PER MANUFACTURER'S 0 kOtP • LAYMENT REQUIRED SPECIFICATIONS I STATE CODE -% FLOOD HAZARDS r wl O AJ ZW: ( _. rete' - _ p E IONp� T3 IL 66N WINGATB ] OB DATE D S l L 0 N 4 60 BOOTH R O A D S O U T H O L D , N EW Y ORK 1 1 9 7 1 TITLE S C A L E TELEPHONE 6 3 1 . 7 6 5 . 2 7 4 3 q°�a" �irx1E 1�1 i .-- —nnYv" Wpt��VEN'� c �.�IGlI.1L{TU I'IA'rG1'. Nc�l.k�E. 9 MH04p- P58*-, NgW P— e v �c�Tuu U- (JIS'�, /_2wYL`I1zEAD 1 d 2x2 GL� h� 2 G'x e�'caaeP> 2'•Y21, 1'. PG PAD KpF NE Y"` ` I g 9 .DEEB 0\,, 21,di a r n p9OFE S1 G6 IUI,1 �-•--���� ClI1 O1� (� � ° E DATE '13°cEa�_ Q /�!. {I\` E 9 1 C N '/III 1�''� IC✓l l!�"�4��, ( `/ �r 4 6 0 B OOTH R 0 A D S . . . . . L D , N E W YORK 1 1 9 7 1 T I T L Er SCALE I I T P L E P If 9 N E I0 �L/c � ) ���I✓� D 6 3 1 7 6 5 2 7 4 3 1 i _ Vrf AtlDd E ILEEN W INGATE J O B DATE D E S 1 G N �3HAI P.S PE-avz-KI L C�`�1,A o-5 ���� or- 4 -4 6 0 I3 ooTll R oAv S O V T H O L D , N E w Y ORK 1 1 9 7 1 T I T L E S C A L E T ELEPTIONE 6 3 1 . ? 6 5 2 7 4 31FllclVr 1` __ 10 SURVEY OF LOT 1 SUBDIVISION MAP FORS° ETHEL H. BETZ FILE No. 9229 FILED JUNE 5, 1992 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SSS' SUFFOLK COUNTY, NEW YORK o ws'�- S.C. TAX No. 1000-63-07-34 \ \ N SCALE 1 "=20' OCTOBER 2, 2000 66S JULY 2, 2004 UPDATE SURVEY k ADDED TOPOGRAPHICAL SURVEY \ \, Av� VA A nR cQ• OCTOBER 28, 2004 ADDED PROPOSED ADDITION i'-s \\VA \� �� VA �A AREA = 25,373.68 s ft. �� �_ _ \e 9a °04 _ e R/F E 57, N S $1 E ? (To TIE UNE) 0.583 ac. 30 56 4,STT ��� �A e 4R V � le9 Qj At W � UNC 1x b°�� ° \�` _ /a O 2 I4.0 _ _ _ TS __ r Is •O lO9 "a 5 PE Ha li�of '206IC, Go NOTES: o 11410, F� 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ry10 EXISTING ELEVATIONS ARE SHOWN THUS:s.D EXISTING CONTOUR LINES ARE SHOWN THUS: LR - FIRST FLOOR I S y pt 11F,'.n - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: - °o FLOOD INSURANCE RATE MAP No. 36103CO166 G / �'� oow ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN . 3. 11 -16-90 COASTAL BARRIER FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES — NEWLY BUILT AYS OR SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 16, 1991 ,— 3?� -- --- — P — 7 ,o. NOT USED IN MANNER CONSISTENT WITH THE PURPOSE 7O a / -I ` OF THE OTHERWISE PROTECTED AREAS. PREPARED IN ACCORDANCE WITH THE MINIMUM STANWDS FOR SURVEYS AS ESTABUSHED v 4 2u. • • , •� // 9 BY THE LIALS. APPROVED AND ADOPTED `p6 Ll FOR SUCH USE THE NEW YORK STATE LAND , TITLE ASSOCNTON '�J >' G`. / PQHA Fro �� • ' P, o ADJPS N N.Y.S LIE. No 49668 c '72S =a° S3, `Fly UNAUTHORIZED ALTERATION OR ADDITION l TD TNIS SURhT IS A YOUTION OF ' • , > M? 2907:0. °9 �4 04 SECTION 72OF THE NEW YORK STATE , 'f R, EDUCATION UW p C JoseP6 A. Ingegno COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 'W EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor CE TI A °OLID TRUE COPY oo" 4Q ONLY TO HE INDICATED HEREON SHALL RUN 'P6t >a IS PREPARED.THE PERSON FDR WHOM THE BURNEY CERTIFIED T0: TI PAAND E HIS BERATE TO THE DAVID SHANKS iRIE COMPANY. COVERNMENTK AGENCY AND n Title SMnroys - SUDGfvisione - Site Phone - COO9bLENDING INSTITUTION LISTED HEREON, ANOucfi0a Layout TO THE ASSIGNEES OF THE LENDING INSR- ELIZABETH SHANKS $3. TUITGN CERFMCATIONS ME NOT TRANSFERABLE. COMMONWEALTH LAND TITLE INSURANCE COMPANY PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATEO AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. BOK 1931 AND/OR EASEMENTS OF RECORD, IF \ RIVERHEAD. New York 11901 RiverNeaE, New York 11901-0935 ANY. NOT SHOWN ARE NOT GUARANTEED. 7n , r w. V I ��w r UJ a 0 o :, _ � ., :'..;. _ �' . � `. • ,.. .� ,i �- _ . � : �='. .., , ; . , � :f � r�f }� 1H.If+ i ; � i � '�I� "��• ' i;�. . _ : , ,f �� ' _ � ..' (�I �� i ...���IIV// 0 N r !f __.�..,� - ,::__....,___ . ' r "_,._m.. � ,. 'kI_r,r lS•� r k Ir�i I '" L r I �I ! _ - 1 2 2 -, . Y - w4..T.,. _ _ } r'1� "I�il� r t�C �� 1� J' ._ •., �f L f II I II _ .. : IIr � � �-__ "- i' PLUMBERGERTIFICATiON - - { ; ._: ._.,_ .,:.._. ,_� .._, ' ~ ' '"`�"`• ___.�.:� , .._..:,__w_ ., -_____. ,: _ ____ .___, . . ;_ __: __..:ON.LE-AD-60AFT�NTBEFORF_ ., _ CERTIFICATE l7F'OCCUPANCY USED IN'WA TER SYSTEM STEM CANNOT EXCEED '10 1% LEND. PLUMBING - - FLOOD ZONEv_ II PLUMBING WASTE _ dWATER LINES NEED ��hh - - COMPLY WITH C APTER '46° TESTING BEFORE COVERING V .FLOOD DAMAGE PREVENTION - _ - - SOUTHOLD TOWN CODE. RETAIN STOPr,, RUIN16ft _ PURSUANT TJ cre COMPLY WITH ALL CODES OF aPPROF THE TOWN O E�ASNOTEb - -C;,L) 45-IOC GvDE. NEW YORK STATE & TOWN CODES DarE: AS REQUIRED AND CONDITIONS OF V 5 5.P.p 3�b`E �- 'OF NEWy . .; - id \ OEFgROL0 TOWN ZBA NCT1F 76E 802 8 'r TSOUTHIDTONNPANNINGBOA� PARTMP, AT Q M OF THE FtWlti` , SOUTHOLDTOWN TRUSTEES F rvoAnon �s: . F - r'OURE. NO F`OUIFFD Uf N.Y.S.DEC RETE 2 F'rUG'r . FFAM1t,,,, ALUM9ING, Fp\�G. 725�ry �Z - - 4 ° �AL CON-'_IU'7ION MUST- BF COk"LEIE =0R CO ALL CON" ' ;UCTI N SHALL MF,E'THE - . RUCTION SHALL REMENTS uF THE CODES OF,NEV� T�ORKISTA E NOT RESPONSIBLE F05 0 S OCCUPANCY OR ME�Y'THE REQUIREMENTS OF STATE. CONST RUC DES OF NEW YORK TATE N OR coNs RUCTION ERRORS. , USE IS UNLAWFUL WITHOUT CEI"TIFICAT CERTIFICATION OF OF QCCiUPAN(SY w Q' t NAILING & CONNECTIONS REQUIRED. ° _ a it a � i {rGf rLn ~ Al 7, 7 \ \� \7 � / / w n Uir ui a ... .,_ .. '� . .... SLI i a Oo x QA a opo � I Ih l� O fit 1341 �y 1 CL v a a it LU � W It iii . . r{ j - I'Itl- 'i `I �., � It - Tj ' �ip-'Y 1 ti i i t � I s - - •�u:wrn v IL z� O Q 1\ Co C e it I d opo m cr . LIJ L _ _..I FI +a�•� I � _� _ � _ ,� „ m ix ' � I -- . `� . , �r r` �,...,�;`"�! _ - �� •.�a.J� F,G;. FG�pj'ltid,m, � `� � - i p r o ¢ Z ^ if ..._'lLl_C'__� •_... � - 12I' r'� 4 c 10 x e ss N" - - - VA � -er z , J W +� �� .`_. �- .-�,�J '. ' ' •- �_� I� � O �I�I,+ . I,i/!l �'r/t, _ _..�T.yam \� Y O N O =W� I a cwt_ r-T IL JA 41 --- - i=- f ' o n . - � _- . - � j I - j�;�, � 'a' � 1(�hr�r�'j�#ea¢- -� � � �H. '• I'��'>, "Z�'Wa'-� f 1{CR i 1 - — - 4 `� r E I iJ f} 'i t � , l {{ U i tt1 I - - - _ � _ _ ! �",� -.. f try � I 1 � _,�{� r/•�:� I ' 1--1 ` I � � I �kpF GFEE y� > _.-'ate•-- _- --- � -- - - '- - - - n DH'6g9-,k) SMT Pi 10 _ c h� 1 - _ i3O� .>!F"°,1 u�',�C✓.,Q�7pri _ ' x� y q„ TJir,rG' `Va UWjE'" t MU '^hl �; 1 Si zz I," r4*"' _ i S/pLU tL C') LL 4o cc Itr , - - - { t 4 Ji ep I a i, FESS1 T Al I 'il 11T 1 - [r•y�Y I Y �ii1 � x I I III Ifi i T ia ` ro I 11 . , „ . CL LU I W b ¢ X f _ Y tl I Z Z r r E <— I I E . I ` - A' ..e l\ T I I ♦' 1D i 1 I A i 1 I 0 x r` 0 a 3 � w a a � O W D 0 \1Y� - I , 0( _ A-0 i� —�fI..IFL(Y,JR h I�st�,lL �},L' > t9✓L� w r e it^ , i i t 21� ' ia" }I✓�DER c�'�- II �II oa �' o ¢ 3 S w o r.L — �� _=.�' ? ,,;, :.>� I I li I' � Q �F 01 W a r - Z Cad -J - r< 1�1Ali�F �Ugl -,. .._ . _ - •� �' ",[:�t.r .r� WLLJ m fCC.'J 13 r_ a ZZ w j I f i WF NEIV I 1 N 0 STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH3 IECGNO WHO GUM �DOM SC LE (MAXIMUM MEAN ROOF HEIGHT]S) - . . k _ ••.� _ III -- MULTIPLE SECTION ASSEMBLY: 114" "� THICK BOLTS @ 2'OC TP2852 TLTNASH 586 1048 20 b5 259 39.7 50' 34"%sB' III MT2810 TRANSOM WA 1.25 10 45 Z IF' 2S9 347 65 3D7(1'4" O Till TILTWASH 292 509 10 415 259 34.7 n50 20Xi1i' ¢ ID Z CP306 AFARCH TOP WA 18.3 20 4 247 �B 85 34'"X6'4" ILL . F - - _ _ I_ ,Z IALLWINDOWSTOBEANDERSEN HIGH PERFORMANCE E MUST SAVE DP UPGRADE IIT Z a A I STATEEGRESSREWIREMENfS _ ¢ m w ' OLLWATI_OSFORYYIPDOIAGRASEDUPONEXPOSURES _ - - 'FORFYISRABLESPACE ..bou - AS PER - CUSTOM GRISLES- N.T.S. TTER ASSEMBLY. ABLER 301-.2_ (2)AE-WYORK STATTE BUILpINGPC7�DE.'I { SEE ELEVA SHU FOR PANEL SPANS:O<4'-0"WIDE SPAN WALL OPENNG9 INCLUDING WINDI AND Docks SHALL BE PROTECTED WTH REMO/EABLE S/EIAODD STRUCTURAL PANELS TABLE 1609.1.4 FOR SPANS IlP IoB'{1'(s SI001-)APD'IHEAA[%NRON-OFA 12 X314"1qP UPGRADE TOTAL 1.iS7Eh€RSlid, WNBiM"kkjMOF00'SPAN FASTENERS FOR SPANS UPTOI-0'SHALL BE 212-#8WOODSCREWS ATTB G'GFA 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") ALL NARROLINE INN DOM MUST USE. IY /2HEDNTSIu stop OR SILL (SILL STOPS - - iO ,� IIr USE LACCORDIN TOCOATS LOC TION. OR PAINT SIDES,4EDGES. IIEofrAN3REOURE THE INSTALLATIONOFA SPECIAL SASH UFT IN(1UOED WTIH op UPGRADE SILL STOP IIT) - LABELACCORDINGTOLOCATION. - - - '- EETORF EED _ _ _ _ _ 0�z �3: ALL UNITS MUST MEET OR EJCEED TIf MMM DESIGN PRESSURE REQUIRED,ANY MULLED UNIS MUST M W ASSEMBLY: 15 TIMES THE DESIGNPRESSCARE REOUREDAPDMUST'TRANSFER LGADS TO THE ROUGH OPENING SUBSTRATE ALLE)(IERoR =I ATTACHING STRUCTURAL PANEL. @ 16"O C, BUILDING w/#8x3" w/WASHERS OALVINIZED OR - -NT PAPE E -REsIDENW CQ&7RUCTION CODE �Q� STAINLESS STEEL WOOD SCREW T6"O.C.OR BETTER �jtRN��� - NEW YORK STATE , ) CiA21NG MLSTMEETASTM E 1936 IREFER TO SECTION R 160814 FORALTERNATIVE OP ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: - O il- #10 TEE NUTS ATTACHED TO BLDG.W/#10x 1 Y2"(W/WASHERS)MACHINE BOLT @ 12"O.C. O' i WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED lo: UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. SHUTTER ASSEMBLY N.T.S. ---- __—_ FOR PANEL SPANS:4'-0"OR WIDER SPAN F- -0" SPECIFICATIONS AND ASSEMBLY IDENTICAL TOO<4'-0"SPAN. 0 O NOTE ADDITIONS: a. Z r` W v nro, - . _ - __.--._- .__ __ .- - __—...�...... - _- -- . _ V 2x4 STRONG-BACKS Q 24"OC - — --.. wOf ASSEMBLY: 0 � m 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEELWOOD ,� Q Z o 7�tl SCREW® 12"O.C.ALTERNATIVE FOR OPENING PROTECTIONulWOOD STRUCTURAL PANEL6 WITN A MINIMUM THICKNESS OF WO ST 0 MAXIMUM PANELSPAN OF e'-0" aHAIL BE PERMITTEO FOR OPENING PROTECTION 1N ON AND TWO STORY BUILOMGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED — L0CID (REFER TO SECTION 1609 1,4 AND 1009 e 5 AND TABLE 160B.1.Aj _ —_ , ! - TABLE 1609.1 .4 TCHEN-'- -_fr9mH _ WINDBOFNE DEBRIS PROTECTION FASTENING SCHEDULE FOR W000 STRUCTURAL PANELS r f FASTENER 9PASIgN < B�0"ES SPAN < e'-0' L—j-- � -- - ',JIr,,,jFAE8TEN�GR TYPE 0" "nnIW6SPAN < P- " W M TT a'' _ pm �'•n _—_ LOIb na 000 SCREWS 1e to 12 e - •._ l ,. I I -:,� ''- � . 2112" NO WOPD SCREWS W ..n- ,rvrv,nx LU BLE I6 O LE ON A MAXIMUM WINO SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF LU HEIGHT OF 33'-0"O0. LESS — _-. __ _ -__-_ ,__— "; o,m�c°"•`� nneuemnmuenrrEv F B. FASTENERS EW LI BE INSTALLED O MASONRY ENDS O THEW 000 STRUCTURAL PANEL a _ Z O WHERE SCREWS ARE ATTACHED IS ANT ANCHOR MASONRY ISTUCCO.THEY SHALL BE R 1X° W ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM W ITNDRq W L U CAPACITY OF 490 LBB i ¢GFP 11fI9FFOGFPrtfJITpOMIN 0 Z K O O PLUMBING DIAGRAM � ILL z NOT APPLICABLE < LU 0 O m m v N 0 _ . G NO NOTES _� NAILING -- GENEFiA[CONSTRUKIERAL FRAME rode or A 18 ole. Ag oBre'rhamt matbdN SCHEDULE_ CT.lON NbTE�S at of,comitructidirr Qpurrls, e to P1laW bselC dpaign ,1.All walls,2x4 anti 2x8,to be stud g better ng TABLE 3 1;_INCLUDWG 3 3 AND 3 9 I - _- + _ _ _ - - -.. _ - - ' Iii mterltand Barring detoas.1.The Infonfinallon on this s bay W ntendsdAltai as a cb lgs11ructic Wald,ith hot al N�tuts 11 vi be d2 dduglAQ Or Of befrat;', 119x6 6BC NK1H 4bIND EDITION WDOD FRAME CONSTR . _ _ g UCT10N MANUAL pliami for 1 staoib1101uUdin cotlal Th an'uat ptractor is responsible or prowl pfantlaM _ _ ._._ _ - _. _ ... _ _ _ . _ _.. _ ._ _ . -- W JOINT DESCRIPTION NAIL QUALITY NAIL SPACING 1 Q proce - al, Acafted etrucfurolly 2,All wood Aa rc4 ogrl(egt 1 sound,and weatherproof Com eted product: _ fid. .. ..p _ _ . ._ ..- -.- -.WALL,_. . . ._. ... _. . - . ltd in 1lnti't borlonsix or maw to to pre0e0ro treated. idl LL sound,and weathealls and proceduresto scours a profasedn 3.Provide d66b]o Aaor jOlsts under BII WRIIs parallel to Hoon iat span direction unless. fn li I 2.General C L'lOrs,eL'h _' . . _ ,. ; '." - - ' RODP FRAMING _ iZ Ito �h Interactionbemre4Wrtl omllwte,elbSub«ntni eduling of,wod(,end' - ' - 4, Prod k-QraCing Or aObd blocking Qfq,rAakmµ7m Of 6+g 0/E Mf all dlnitlBaWhW OAEILWQOLSTTO TOP PIXIE' ;TOE NAILED-_ 180"-WALL:3-0- PEROIST - - - - - IUIW stomps - lumberAcajoists. - - - IV-OWALL:4-0d_ _ PER JOIST s responsible for ensuring at fill work and Construction CEIL11 JOIST TO PARALLELRAFTER FACE NAILED_ SEE TABLE 3.7 EAGH LAP Z ,c 1 3 meals g0excaede culr0mrwriaLoontraCtcr ihderal,state,ands dc81 codas,,ordlnan0ea and roguletlonB, S.Floor o earlfl,gr0ovep1yQ100d�Ila1tIQM: FFblladrageHelo bar - w' w I ' Or . . a II construction: tongue Ibor` __- ._ ._ . .. ..1�. _ . -- _. - __.' -- ---- - - . - -PER ITE _ ,ui . W. These Codes are to be considered As part of the apadfloafions torAas buildingspoil ed Ove(su4AooF Glue amj screw plywood'da rig to, , iblQb, aLOOCK NG TO RAF'i1 RR R PARTRIONB ITOE NAILED � SEE ZAP E 3A EACH and should be adhered to even dthey,ae,to vor ancla wAhthe plait ) - 10uA1lssMheYWlee9peClApd. RM BOARDTO RAFTER 'END NAILED 2-lad EACH END 6.All wjndowand door header;to be minimum(2)2x . -, _ .. _. __. _ _ �. _.. - - - - - . 4. Dimensions shall take precedent war scale drawings(do not Scale dravnnga). All interior headers to be(2 2x10 unless otherwise specified., „ - WALL FRAMING 6,The desighar has not bean engaged Mr COnatr7rr21Dn eupefYIQIORand assumes AO 7. Pmvide,full'solid blocking under all bearing wall6. - TOP PLAIE lO 7bP PLATE _ 'FACE NAILED _2-i6d PER FOOT TOP PLATES-AT INTERSECTIONS 1FACE NAILED - 416d _ JOINTS EACH SIDE_ 'responsibility for cbnstruCUgn coominating wUh Ihese Plans,Goer responrdbilily for " 6.An haeme tohays adeWate baBring at esch end or es 4bodiAed. sTuo ro s'iuD - - --.. :eACE NA la€ED - _- z-1st--- -- _ 24 o/C' P d 16"61CALONG programs Q, a In connection with th eno work. « sures,or f«ties fo 1 I TOP OR BOTTOM PLATE TO STUD __,,,END NAILFACE ED :. __ _ _ 2-08d PER 2x4 STUD EDGES - _ speafAc use expressed In connection wlm the wbrk. There era no warranties far a - - - ._ __._ . . _. . . - _i_ _ - ._ - - -- - - - construction mea precautions use anti9.Alfilueh beam and join intense to have Salvos zed hangete. ;sed or implied In Ula use o/theQe,plarie. - _ _ 3-16d PER27®STUD � 416d PER 2XB STUD 6.Refer to hoar plana,elttep«alevabPhs,and wiAdovr,aeltedule for tYP46-and sizes of iQ Typical BxteriPywells and roof W be sheathed with SS 0%leri«grade plywood or 801-TOM PLATE TO FLOOR JOIST, -- - - - I a - windows. All wtAdblae to be Andersonum fi or towed equal.- hi�tlQ SSPIYWgOtl.group 1',APA rated: Plywood dePan 0Vaf 811 Plates grid. BANDJOIST,END FLOOR FRAMINGOIST OR BLOCKING FACE NAILED-- - &16d-' PER FOOT lY N PP criers Ig JOISTTO SILL,TOP PLATE,OR GIRDER 'TOE NAILED - _ _ 1-ed_ PER JOIST , ll, Pmxloe�inoulationbefflosialoavevmto lDbli Ge rlml ontractor a to ensure thatufaaturoramosonry s prefabricated refabront end'fireplace cceble codes. 12.Exterdr Alai to bq OorraCOy installed at WI aannedtiryN-babasao rggfs,walls, BLOCKWGTTOJO sT TOE LE�6 ,_-__ . .- ._ 2-ea _ EACH END - - 0� Z 'g.Gen cons"Ch/contra or bulla ds all acooMinaM with the owner and the Proo neys,Pm}eCtlonQ,and penetr73Aorre as required by by apPrasadlmfpl4uCAon1 _-- -- _._ _ _ -_ - - - - PER JOIST - '¢ h 6 General contractor Chico BLOCKRJG TO SILL OR TOP PLATE 170E NAILED_ _ _ _ 3-i6d_ EACH BLOCK t Bra Cf9 P practices. LEDGER STRIP TG BEAM 1PAGE NAILED 3-16d EACH JOIST _ built in Items such as b0okcasea;shelving,Pantry,Goaefe,01c. JOIST ON LEDGER TO BEAM iTOE NAILED _ _ _ _ 3Bd 13.General contractor to Provide adequate attic verltilefion'and mof YBnis. BAND JOIST TYr JOIST TEND NAILED - _ 3-16d - PER JOIST _ 'yW� < _ BAND OISTTO SILL OR TOP PLATE �7OE NAILED 2-i6d PER FOOT !I bedroom,verAy,,wlth Iocal'oode uiremerbon s per Sion deteoWro ea Per York S each - - - ...- . - .__ _._ _ - _ .- - .. _ .. . _ _-- - _ .. _._ _ -Residential Construction Canstmction CCgtl1,T9,Provide Inedvilred e,�jnptolroF as Ms as pa.with nt,SeCtlonrR9 71 NOW Yohc flocas and State 14:Provide appro{idale egflh YajiMebDp al OVeingnge• ROOF SHEATHING reg - GENERAL PLU BIND NOTES STRUCTURALPANELS WPERIMETER EDGE ZONE -iB"O/C-fi"AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE CO I 1C'.GenerolLcor7kmCWrFOUNDATW reviIO ew E1an6.elevations,Brad details todgsermine Intended ag,ubCgMroCI«i0 be responsible for asked t0;118 applicable Code and ad PANEL FIELD' _ - of M ed s ve�" cal rade. 2.AIM ._. _-_-- . . _ ,_... I_ -- _. _ . . .. __ . .._ _- . _. , .,, - _._ H P ng p a '-� eBfary roqultamento. - - INTERIOR ZONE ifi O/C-B AT PANEL EDGES AN012" p' - P - - - _ - . - - ,- - ed- -- .- AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD d O 4-4- heights Ash door above typical g plates OrjOlets'am out during the insedlesort Of plumbing Itxturias dr ogUlpmem provide bracing to#a ffaftl{na back WgMhar. FOR ROOF SHEATHING WITHIN 4-0 OF THE PERIMETER EDGE OF THE ft00 INCLUDING 4-0'ON EACH SIDE OF THE ROOF PEAK,THE 4'-0- W Ir- 2.All tootlegs to met On undisturbed soil. GENERAL HVAG 5YT3TEM N _ REQUIREMENTS SHALL BE LASED. . - . - - - W , m PERIMETER EDGE ZONE ATTACHMENT 3.Provide A"expansion joint meterfaf between all goncr aes slabs and '^--'- OTES' - (� o T h _ - CEILING SHEATHING _ _ Concrete or moson wells occurring In exterior abultin9 _-_ - _ _ -- - - 6d COOLERS 7 EDGE/-10' FIELD _ P! rig unheated interior erose. safely roqutrements. ng�fill'apPlicable codes and _- - - - - - -- - - -- - - "- - - .. to o 7.MeohAAlcM subcontractor 19'reeponaible for ashen GYPSUM WALLBOARD 1 li minimum:Wid1 WALL eH THING _ .. _ - ._.. - - _ . Q Z .Conterior Inaba W4"sand o D bel fill fabimu :with SxB. 10/1,0 wire mach remWiGng. . aqui mem bu tier STRUCTURAL PANELS - Btl - - 4 EDGE ZONE i6 O/C 6 AT PANEL EDGES AND I2 U O nor or vapor d71he ATINTERMEDIATE SUPPORTS IN THE PANEL FIELD R' placed Mylene barren 2:PAG su PP badortaful T7poflbDaW all _ .. . . - -. _ - . - . . . . _ - space ventilation per local Code requl 3.HVAC subcontractor to rovlde final syQMm layout rOqulrorlrohfa W Btl INTERIOR ZONE iS O/C B AT PANEL EDGES AND 12" g qn h] terlT _ 6. Provide CfaWl MAtents. AIE S PANEL FIELD _ p ay drawing and submit A togereral FIBERSOARO PANELS �'//76 -' - -- 6d _ 3TEDGE1i14/6 PELO.0 SUPPORTS IN THE - - -- 125/32 - - - - - - -- 6{i _ 3 EDGE/6 FIELD m B.General Contractor to Install'cop-r-tax(or copper)shags metal temlAa shields Contractor,owner,and equipment rluPpliar(of llnerravie�p andpppfbval. _ _ __ - - onme iii 001111 ei. '.ry - _ OYF'Sl1M WALLSOARO 5d COOLERS 7"EDGE 110"NE-fS'O/O 6 AT PANEL EDGES AND 12" . - a NEW YCODE TIDN'C ' NE ...--- ----- - . _. . . _ _ - _. - . .. _. . - _ - etl_ DTE-ZONE i6 C«1dltlOna - g HARDBOARD _ INTERIOR INTERMEDIATE SUPPORTS IN THE PANEL FIELD between all wood Surfaces that aro exposed W concrete .�T_-OT E: CTION NOTE .._ _ _ _ . . - . . .. � _ ._ _ - 7.pampprooi exleriorot tountladpn with a bttuminova coating as per code and soil -�-- --��-C- - 6tl INTERK)R'ZDNE-18"O/C-6"AT PANEL EDGES AND 12" a 11184 9BmG9d da Wind Edition �Flsfanl Raa(dallAal,GENIQ4LIDtiD(1�S9'1 V 1D'99 - - - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD rattle ConeauCtioo FLOOR SHEATHING GENERAL FLOOR.PLAN NOTES Fasteners and Connouspre for'WOOd'Frame Construction STRUCTURAL PANELS-1"OR LESS - ad - 8 EDGE/12"FIELD 1. plathr 2.AIIAinterior wansions lls toall tobe covered ke precedent wAh h"gypsum I'ioardQwltlo not th meta le diawings). 1.A framing shall b load ides. NroeA toodnga,fpDlldafibna wells,Aooro,surds arid and -- - - - - framing ahpll be Provided. TABLE 3A� - - - 1 'TABLE 3.7 1 tomer reinforcing. 1995 BBC HIGH WIND EDITION WOOD 1995 30C HIGH WIND EDITION WOOD FRAME V./ U) l Table-2308.T7tra11 be iAsfalle evi esnot Inpl�d m Are (FRAME CONSTRUCTION MANUAL jCONSTRUCTION MANUAL Tape,float,and sand(3 coats). 2.Approved connectors,adchom andother fassmin devices not - g return On B Cent have Ga >4 rICB 'RAFTER SPACING 1 DS 1 _ 'RAFTER SPACING 18 O/C Standard Sutidinlj, de 3.Walls common to garage and house to h- a layer 478',Are rated ppur n board � manufacturers recommendetlonQ. 1120 mph FASTEST W INDSPEED (� W at garage side with Ii rete dja walls and.oeflui Manufactured lumber - -�-- " ._- - - ROOF PITCH ROOF SPAN Requires2layersof98",Anrated,gyp#UM board, - 3,'Metal plates,connections,somes bolls;and nails exposed dimpNy.W the weather or ROOF ROOF NUMBER 12 20 26 36 U aubjac t0,oalt wrnc on m costal efaes sh ili be stabiles steel orhat dWW 312 51 81 11 14 nttovrtdargulLha_vawater 4aWherewlntlexrsand - PITCH SPAN(ft) OF NAILS 4'12 4 5 6 11 r�. Z resistant gypsum board,or wall,tlle set oo wonderward or equal. _ 4_:12 12 _ 3 5.12 3 5 7 9 l "0 doors'ini Pt wood structunarp inel sheathing and siding, .. _ - ._ __ 7.12 3 4 5 6 H O DE-SIGN LOAD CALCULATIi framing anchors or connecting shell be provided at the top and bottom aFcripple 2a - 6 s 12 3 3 a Q studs,header studs,and at least one stud at each aide of4Penln9..' 24 a 12:12 3 3 3 a -- 1� U. 32 8 ;✓'. pN_Evv RIOR BA(. HIES Ass of 1x8 or s s lumbbr Is located fA,upper tMrd ng rollers except Ma collar ,' - - --'- -' .�✓"�a,'a- FR Oq� ^ Q AA�a DECKS "40 Of fellate: Mc,epe6E and a :l' V 5:12 12 _ ,3 � '�.�,pF �1'Cs ill MINIMUM UNI ORMLY I$TRIB D LNE LOADS UbsfJ 4.Rid straps shall be attached to eaoh,palr,of 6. Uplift cigmaichms ATTIATTICS'WI'IM STORA E Q .. - . 30 oFl000i floor hold-downs to be provided' alre"ry A8,iand every 18 within W Of exhod« _ .. _ -_ 26- _- - _.__6 o`L ^n�1 ROOMS(OTHER THAN,9 Pi - '-RGO - 41� SLEEPING ROOMS - 7 I:; ' CRITERIA OR CALC U{TION OF _ - bored Wive foYnitQtl4n 6,12 12 _ 3 \ �'� 55 EAD L• D - 8.STA Plate'tq Foundation Aaohbtaga I platethall ba ane- - - _ - - - _ . minim to orsea ch ��shall beepgwded-Wftpfn 8 to A2 i 3t x 111y'vs h iii s, A . 1B _a 1 _ P D:boll dialnataroffil$ and 3"z ARCHFfECTUfLtiL each o vile. Ariahorbolfa she rlo7 in hi andgf' - .. .. .. 2D _. .a wdhlenehor bolls homing a JACIUAL minimum ottlllaanohbrbbA RDS � . . snEfd73nchefi in dAnoi'etof -- _ - .2a _ _ s GRAPHIC STgh1DA roll bbQb hmlntb MOa"tad in 12<IDohee of dolma 00 at 28 _ - ,-5 CUMIATIC AND GEOGRAPHIC DESIGN CRITERIA NOW - .aPa up notexCeeding4feat orraenWr - -- _. _ e WEATHERING EVERE GROUND SNOW LOAD' 44 Ala. _ - `-'- _- -- 7 ROSTI-NE DEPTH Si 1z 7 1212.12 12 - . 2 TERM MOpErRATE TO FIEAW -%N We i -- - THEE NOTES ARE GENERAL CONSTRIJCITAN NOTES. THEY ARE NOT - - - 16 - DEG sLIGHTID MODERATE . EPIF16ALLY WRtTTf AI PAR,THI$PLAN. .THEYA'RE TO BEt;ONSIt1L:R,�O AS:,., _."2a . . _ _a WINTERDESIONTEMP- 11' WIND' _ .,--- --_ -ANRSHOUL4SfrAISC , . WI'y7'IYF1(R - _ _- za -. _e _ ICE SHIELD UNDER- ._. - . AB PER MANUFACTURE , _- � DE9iG Y B _ �GE}'IERgL(ITU Ifq�S ONLY LAVMENf REQUIRED SPECIFIGTIONS/STALE .` I'aLaN .RALO, Y. 'OR.�E'pO�kb`+GbNSTGRT[idN1�N3 _ „ ,:, _ __-6 FLOOD FWZA �'- WIND4pPEE .m I , ' r a r : ------------ RIDGE- RAFTER' USP RS260 AT 21•' - f Z 3 arl 4 'xo w 1 1'" A RAFTERJRIDGEIRAFTERw"cr_- - RAFTER -- KING STUDS - -" RIDGE RAFTER--- - STUD ---- RAFTER - USPRTISOR^(2)RT7= - OP _ HEADER-- O TOP, TOP PLATE u- Zia UBPJiS260A 221, - USP RT20 USP RS250 AT 18"- USP RT3 -- - ---- - Z USP L$OR TMU IE$ USP 83260 AT 72' — WALL STUD " WALL STUD,- CQNNECRON USP OtY:T -!7 Z a ' JACKSTUDS A RAFTELRWE&AFTER WITH CT. RMM 21' Q 9 RAFTERMIDGEtRAFTER WTHOUT CT 85797 21"+ 33175 " , I.— B PAFTBBPLATEISTUD 8(10 '=.< '4Q�' RAFTSWP TE r Al. '—RA_PTERR-ID-O- E_/_RA_FTERvrocr- —_ R uoRAC _ HEADER/STV _,.HEADERACC CHEADE 'STUD HEADER/JACK SND RR3 s226sn0 .12" b ' � TO FLOOR KYTA or RSM 35" E STUDFLAT&MLL mm 36' STUDFLATE RSM t6. - © - PLATEtSILL MPSF 'Zr . - - F ANCHOR BOLTS. STB78 G POS'TANCHOR FOR D DECKS PAU SERIES - POSTANCHOR FO DECKS PORC S CB RIES � I „`1X6 OR 2Xt-16'Of COLLAR TIES MIN 0, K V - POST—_—_— -) USP CBE-- lop P.C.FOOTING = Ir4i 2ND.F40OR WALL SNR 2NO.FLOOR WALL STUD _ IST.FLOOR WALL STUD 1ST.FLOOR WALL STUD-- - �L 4 SUBFLOOR - '` - G - POST ANCHOR FOR CbVERED PORCHES 2ND.,FLOOR PLATE- _ - SUBFl00R—� --- ------ -- -- - -- - --. . . _ -. . _ _- 11 SU$FLOOR PLATE 1ST.FLOOR PLATE _ RIM BOARD SUSFLOOR-- - RIM BOARD 18 USP.KLFTA - U$P,R3260 AT 38" -- " _ U8RRS260 AT38•" USP RS260 AT IB" 2 1ST.FLOOR TOP PLATES IST.FLOOR TOP PLATES ,RIM BOARD RIM BOARD - - •.�Fq�O DE.,F �� Ix DOUBLESN:L PLATE DOUBLE SILL PLATE POST USP MP6FIL =- F IST FLOOR WALL;STUD D 1ST FLOOR WALL STUD a FOUNDATION WALL FOUNDATION WALL - —T-E3 :,M '�� w Z . USP PAU Q P.C.FOOTING — t' r! �' 0 D FLOOR TO FLOOR__ - _QQRTp LCJt>R - E TUD/PL{1TbS1LL- _ __ E rSTUD/PLATE PLATE/SILLG_ POSTANCHORSFoaoECKs ; - :